1) The document discusses influence lines for statically determinate structures like beams, trusses, and floor girders. It describes how to calculate and graph influence lines for reactions, shearing forces, and bending moments.
2) The procedures involve tabulating load positions and magnitudes, determining the maximum and minimum values from the influence lines, and deriving the mathematical expressions for the influence lines.
3) Several examples are provided to demonstrate calculating and graphing influence lines for reactions, shearing forces, and bending moments of beams and trusses.